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弹性基底上软物质梁的弹性毛细变形

俞慧婷 王雨 黄再兴

俞慧婷, 王雨, 黄再兴. 弹性基底上软物质梁的弹性毛细变形[J]. 应用数学和力学, 2024, 45(12): 1530-1540. doi: 10.21656/1000-0887.450028
引用本文: 俞慧婷, 王雨, 黄再兴. 弹性基底上软物质梁的弹性毛细变形[J]. 应用数学和力学, 2024, 45(12): 1530-1540. doi: 10.21656/1000-0887.450028
YU Huiting, WANG Yu, HUANG Zaixing. Elastocapillary Deformation of Soft Matter Beams on Elastic Substrate[J]. Applied Mathematics and Mechanics, 2024, 45(12): 1530-1540. doi: 10.21656/1000-0887.450028
Citation: YU Huiting, WANG Yu, HUANG Zaixing. Elastocapillary Deformation of Soft Matter Beams on Elastic Substrate[J]. Applied Mathematics and Mechanics, 2024, 45(12): 1530-1540. doi: 10.21656/1000-0887.450028

弹性基底上软物质梁的弹性毛细变形

doi: 10.21656/1000-0887.450028
基金项目: 

国家自然科学基金 11172130

国家自然科学基金 12072145

详细信息
    作者简介:

    俞慧婷(2000—),女,硕士(E-mail: yuyuyu@nuaa.edu.cn)

    通讯作者:

    黄再兴(1988—),男,教授,博士(通讯作者. E-mail: huangzx@nuaa.edu.cn)

  • 中图分类号: O343.2

Elastocapillary Deformation of Soft Matter Beams on Elastic Substrate

  • 摘要: 当软物质微/纳米结构表面存在液滴时,需要考虑由润湿诱导的弹性毛细变形. 该文基于一个新的润湿方程,推导了液滴铺展半径与其表面曲率的关系,并得到了无重力影响时液滴保持球冠状的必要条件;结合Winkler地基模型,计算了弹性基底上软物质微梁的弹性毛细变形,得到了微梁挠度的解析解. 以聚苯乙烯(EPS)和聚乙烯(PE)梁为例,分析并讨论了液滴铺展半径、弹性模量和基底参数对微梁的挠曲变形以及从基底上脱黏的影响.
  • 图  1  液滴作用在置于弹性基底上的梁

    Figure  1.  Droplets acting on a beam placed on elastic foundation

    图  2  润湿引起弹性基底上梁的变形

    Figure  2.  Wetting induced deformation of a beam on elastic foundation

    图  3  梁的变形简化图

    Figure  3.  Simplified deformation diagram of the beam

    图  4  液滴半径R=0.01 mm,0~l1段梁所受合力f(l1)

    Figure  4.  For droplet radius R=0.01 mm, resultant force f(l1) of the beam in the 0~l1 section

    图  5  微梁的挠度曲线

    Figure  5.  The deflection curve of the micro-beam

    图  6  半径为1 mm的液滴润湿导致的微梁弯曲

    Figure  6.  The deflection curve of the micro-beam wetted by a droplet with a radius of 1 mm

    图  7  半径为0.1 mm的液滴润湿导致的微梁弯曲

    Figure  7.  The deflection curve of the micro-beam wetted by a droplet with a radius of 0.1 mm

    图  8  半径为0.01 mm的液滴润湿导致的微梁弯曲

    Figure  8.  The deflection curve of the micro-beam wetted by a droplet with a radius of 0.01 mm

    图  9  PE和EPS微梁在半径为0.01 mm液滴作用下的弹性毛细弯曲

    Figure  9.  Elastocapillary bending of PE and EPS microbeams subjected to droplet action with a radius of 0.01 mm

    图  10  不同弹性基底上的液滴引起的微梁的弯曲变形(R=0.01 mm)

    Figure  10.  Deflection curves of microbeams caused by droplets on different elastic substrates (R=0.01 mm)

    表  1  EPS微梁的材料参数与几何参数

    Table  1.   Material and geometric parameters of the EPS micro-beam

    l/mm E/MPa d/mm h/mm I/mm4
    5 1.8 1 0.05 1/96 000
    下载: 导出CSV

    表  2  微梁最大挠度及黏附长度与液滴半径的对应关系

    Table  2.   Maximum deflections and adhesive lengths of the micro-beam vs. droplet radii

    parameter R/mm
    1 0.1 0.01
    y(0)/mm 0.024 2 0.046 2 0.049 6
    l1/mm 1.4 0.83 0.82
    下载: 导出CSV

    表  3  微梁的最大挠度及黏附长度随基床系数的变化

    Table  3.   Maximum deflections and adhesive lengths of the micro-beam vs. the bedding coefficient

    parameter k/(10-3·N/mm3)
    1 1.5 2 20
    y(0)/mm 0.046 1 0.034 0 0.027 4 0.004 9
    l1/mm 2.60 2.35 2.19 1.23
    下载: 导出CSV
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  • 被引次数: 0
出版历程
  • 收稿日期:  2024-02-02
  • 修回日期:  2024-03-11
  • 刊出日期:  2024-12-01

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